Lillington

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.

1. System Information

Contact Information

Incomplete

Water System Name: Lillington   PWSID: 03-43-025
Mailing Address:P O Box 296
Lillington, NC 27546		Ownership:Municipality
 
Contact Person:Skyler RussellTitle:Public Works Assistant Director
Phone:910-893-0312Cell/Mobile:910-814-7007
 
Secondary Contact:Ashley Wimberly Phone:910-893-0319
Mailing Address:P.O. Box 296
Lillington, NC 27546		Cell/Mobile:910-814-7007
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 8-12 15.00 %
Cast Iron 6 15.00 %
Ductile Iron 4-12 50.00 %
Galvanized Iron 1-3 12.00 %
Other .75-1 3.00 %
Polyvinyl Chloride 1-10 5.00 %
What are the estimated total miles of distribution system lines?   24 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   5,300 Feet
How many meters were replaced in 2002?   95
How old are the oldest meters in this system?   15 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   15
What is this system's finished water storage capacity?   0.8000 Million Gallons
Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included.   No
Programs
Does this system have a program to work or flush hydrants?   Yes, 7-11 Months
Does this system have a valve exercise program?   No, None
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   Yes
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Flat
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   0
Does this system have an interconnection with another system capable of providing water in an emergency?   No

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Cape Fear River (02-3)0 %
County(s)% of Service Population
Harnett0 %
What was the year-round population served in 2002?   2,917
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 812 0.1190 0 0.0000
Commercial 131 0.0360 0 0.0000
Industrial 7 0.0250 0 0.0000
Institutional 62 0.1230 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

Water Sales
Purchaser PWSID Average
Daily Sold
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Shawtown Water Association 03-43-040 0.0480 365 0.0000 2026 6 Regular

3. Water Supply Sources

Monthly Withdrawals & Purchases
Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)
Jan 0.3460 0.0000 May 0.3320 0.0000 Sep 0.4010 0.0000
Feb 0.3330 0.0000 Jun 0.4070 0.0000 Oct 0.3210 0.0000
Mar 0.2910 0.0000 Jul 0.3670 0.0000 Nov 0.3080 0.0000
Apr 0.3670 0.0000 Aug 0.3740 0.0000 Dec 0.2990 0.0000

Max day demand for each month not available

Water Purchases From Other Systems
Seller PWSID Average
Daily Purchased
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Harnett County 03-43-045 0.4010 365 2.0000 16 Regular

Purchase contract with Harnett County that expires in 2017 is assumed to be renewed and continued.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.5620 May 0.3880 Sep 0.3440
Feb 0.5450 Jun 0.3140 Oct 0.3440
Mar 0.4810 Jul 0.3250 Nov 0.4590
Apr 0.4670 Aug 0.3280 Dec 0.5440

How many sewer connections does this system have?   1,012
How many water service connections with septic systems does this system have?   8
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

The Town of Lillington relinquished ownership & operation of the wastewater treatment plant to the Harnett County Department of Public Utilities in January of 2001.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Harnett County Public Utilities 03-43-045 Discharging 0.4240 365 0.0000

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 2,917 3,100 3,200 3,300
Seasonal Population 0 0 0 0
 
Residential 0.1190 0.1250 0.1310 0.1370
Commercial 0.0360 0.0380 0.0400 0.0420
Industrial 0.0250 0.0260 0.0270 0.0290
Institutional 0.1230 0.1290 0.1350 0.1420
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0500 0.0550 0.0550 0.0550

Future demands within the Town limmits will be in the area already serviced by the Harnett County Department of Public Utilities. Any future annexed areas are also already supplied by Harnett County.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000
Purchases 2.0000 2.0000 2.0000 2.0000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 2.0000 2.0000 2.0000 2.0000
Service Area Demand 0.3530 0.3730 0.3880 0.4050
Sales 0.0480 0.0480 0.0480 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.4010 0.4210 0.4360 0.4050
Demand as Percent of Supply 20% 21% 22% 20%

The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per capita water demand based on a methodology that produces different results may submit their information in the notes field.

Your long-term water demand is 41 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these practices are covered elsewhere in your plan, indicate where the practices are discussed here.    

Are there other demand management practices you will implement to reduce your future supply needs?   

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   

How does the water system intend to implement the demand management and supply planning components above?   

Additional Information

Has this system participated in regional water supply or water use planning?  No

What major water supply reports or studies were used for planning?  

Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment, etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial, permitting, and compliance issues:   

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.